针对重力式U型桥台开裂的结构改进及加固研究 |
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引用本文: | 门广鑫,唐伟,李志军.针对重力式U型桥台开裂的结构改进及加固研究[J].北方交通,2009(5). |
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作者姓名: | 门广鑫 唐伟 李志军 |
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作者单位: | 1. 辽宁省交通科学研究院,沈阳,110015 2. 辽宁省交通勘测设计院,沈阳,110005 |
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摘 要: | 介绍了三种桥台结构改进及加固方法,并利用大型有限元软件Ansys,对倒角法和预应力钢筋混凝土圈梁法进行了非线性有限元仿真模拟,分析得出此两种方法能有效的达到加固重力式U型桥台的目的.
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关 键 词: | 重力式U型桥台 有限元分析 非线性 加固 |
Study of Improvement and Reinforcement of Gravity U-Type Abutment Structure |
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Authors: | MEN Guang-xin others |
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Abstract: | The paper introduces improvement and reinforcements of 3 categories of abutment structures,and makes non-linear finite element emulative simulation of chambering method and ring beam method for prestressed reinforced concrete with large-scale finite element software Analysys.Analysis gained that these two kinds of methods attain all effectively goal to reinforce gravity U-type abutment. |
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Keywords: | Gravity U-type abutment Finite element analysis Non-linearity Reinforcement |
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